Local scour around tandem square porous piles in steady current

Experimental study on the local scour around tandem square porous piles in steady current has been carried out in the live-bed flow condition. The influence of the porosity (P) of both front and rear piles in the tandem configuration (P = 0–38.5 %) and the gap ratios (G/D = 2–12) are quantified base...

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Veröffentlicht in:Ocean engineering 2021-09, Vol.236, p.109554, Article 109554
Hauptverfasser: Yang, Fan, Qu, Lili, Zhang, Qin, Tang, Guangqiang, Liang, Bingchen
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Sprache:eng
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Zusammenfassung:Experimental study on the local scour around tandem square porous piles in steady current has been carried out in the live-bed flow condition. The influence of the porosity (P) of both front and rear piles in the tandem configuration (P = 0–38.5 %) and the gap ratios (G/D = 2–12) are quantified based on the measurement of the development of the local scour, time scale, three-dimensional scour profiles and the scour characteristics were analysed. Three regimes are identified regarding on the porosity distributions of the front and rear pile. The distinct features were found at the porosity of the front was small than its counterpart of the rear. The global scour can be recognized at G/D 
ISSN:0029-8018
1873-5258
DOI:10.1016/j.oceaneng.2021.109554